特大型悬索桥索塔实时自动变形监测系统研究
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摘要
以国内正在建设的特大型悬索桥虎门二桥坭洲水道桥索塔实时自动变形监测系统为例,详细论述了基于Leica TS50智能型测量机器人实时自动变形监测系统的组成和实现方法。实践证明,虎门二桥坭洲水道桥索塔实时自动变形监测系统能够实现对智能型测量机器人的在线控制、实时测量和数据处理、实时查看和显示变形信息。该系统可适应现代工程变形监测实时性、持续性、自动化的发展要求,对多种类型的工程自动化变形监测项目具有一定的借鉴意义和推广作用。
This paper took the large suspension Nizhou channel bridge of Humen second bridge cable tower real-time automatic deformation monitoring system being built in China as an example. The system composition and implementation method of real-time automatic deformation monitoring system based on Leica TS50 intelligent measuring robot are discussed in details. The practice has showed that the Nizhou channel bridge of Humen second bridge cable tower real-time automatic deformation monitoring system can realize the on-line control of intelligent measuring robot,real-time measurement and data processing,real-time view and display of deformation information. The system can meet the requirements of real-time,continuity and automation for deformation monitoring of modern engineering,it has certain reference significance and promotion function for various types of engineering automatic deformation monitoring project.
This paper took the large suspension Nizhou channel bridge of Humen second bridge cable tower real-time automatic deformation monitoring system being built in China as an example. The system composition and implementation method of real-time automatic deformation monitoring system based on Leica TS50 intelligent measuring robot are discussed in details. The practice has showed that the Nizhou channel bridge of Humen second bridge cable tower real-time automatic deformation monitoring system can realize the on-line control of intelligent measuring robot,real-time measurement and data processing,real-time view and display of deformation information. The system can meet the requirements of real-time,continuity and automation for deformation monitoring of modern engineering,it has certain reference significance and promotion function for various types of engineering automatic deformation monitoring project.
引文
[1]孙矿伟.自锚式悬索桥施工过程中缆索的测量控制方法[J].科技视界,2014,4(2):107-108,115.
[2]刘成龙,张德强,黄泽纯.大跨悬索桥施工索塔变形成因分析与监测[J].西南交通大学学报,2000,47(5):501-504.
[3]卢松耀,梁龙昌,何广静.基于测量机器人的高支模变形监测研究与应用[J].测绘通报,2015(7):85-88.
[4]梅文胜,刘涛. TS30/TM30测量机器人变形监测系统研究[J].测绘地理信息,2014,39(2):45-48.
[5] Berberan A,Machado M,Batista S. Automatic multi-total station monitoring of a tunnel[J]. Survey Review,2013,39(39):203-211.
[6] F.Correa Alegria. Implementation Details of an Automatic Monitoring System Used on a Vodafone Radiocommunication Base Station[J]. Engineering Letters,2008,4(16):529-536.
[7]梅文胜,杨红.测量机器人开发与应用[M].武汉:武汉大学出版社,2011.
[8]范本,许辉熙,朱坤奠.测量机器人无仪器高法测设高程[J].地理空间信息,2014,12(4):42-43+9.
[9]袁成忠.智能型全站仪自动测量系统集成技术研究[D].成都:西南交通大学,2007.
[10]刘运明.自动极坐标实时差分监测技术在地铁隧道结构变形监测中的应用[J].测绘通报,2016(1):99-103.
[2]刘成龙,张德强,黄泽纯.大跨悬索桥施工索塔变形成因分析与监测[J].西南交通大学学报,2000,47(5):501-504.
[3]卢松耀,梁龙昌,何广静.基于测量机器人的高支模变形监测研究与应用[J].测绘通报,2015(7):85-88.
[4]梅文胜,刘涛. TS30/TM30测量机器人变形监测系统研究[J].测绘地理信息,2014,39(2):45-48.
[5] Berberan A,Machado M,Batista S. Automatic multi-total station monitoring of a tunnel[J]. Survey Review,2013,39(39):203-211.
[6] F.Correa Alegria. Implementation Details of an Automatic Monitoring System Used on a Vodafone Radiocommunication Base Station[J]. Engineering Letters,2008,4(16):529-536.
[7]梅文胜,杨红.测量机器人开发与应用[M].武汉:武汉大学出版社,2011.
[8]范本,许辉熙,朱坤奠.测量机器人无仪器高法测设高程[J].地理空间信息,2014,12(4):42-43+9.
[9]袁成忠.智能型全站仪自动测量系统集成技术研究[D].成都:西南交通大学,2007.
[10]刘运明.自动极坐标实时差分监测技术在地铁隧道结构变形监测中的应用[J].测绘通报,2016(1):99-103.